Investigation of aerodynamic performance of pitch-control wind turbine with polygonal towers

被引:1
作者
Kim, Y. C. [1 ]
Tamura, Y. [2 ]
机构
[1] Tokyo Polytech Univ, Dept Architecture, Atsugi, Kanagawa 2430297, Japan
[2] Chongqing Univ, Dept Civil Engn, Chongqing 400045, Peoples R China
关键词
wind turbine; polygonal tower; pressure measurement; force measurement; drag force; lift force; power spectrum; time history analysis; TALL BUILDINGS; LOADS; MODEL;
D O I
10.12989/was.2021.33.1.087
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wind turbines are commonly used power generation systems around the world and their application is becoming increasingly widespread. Traditionally, they have been mounted on circular towers, but their recent upsizing has exposed weaknesses of these structures, including problems related to manufacturing and insufficient strength. Thus, the concept of site-assembled modular towers with polygonal cross-sections has been proposed, but their aerodynamic performances have not been properly investigated. In the present study, the aerodynamic performances of a wind turbine with seven polygonal towers were investigated. Wind tunnel tests have shown that the forces on the upper structure (rotor and nacelle) are larger than those on the tower, which makes the effect of cross-sectional shape of tower relatively small. Drag forces decrease with increasing number of sides of the tower, and lift forces on the square helical tower are quite small. For the power spectra, there are peaks in high reduced frequency for oblique wind directions at azimuth angles of 60 degrees and 90 degrees, which were considered to result from vortices that were formed and shed behind the blade in front of the tower.
引用
收藏
页码:87 / 101
页数:15
相关论文
共 26 条
[1]  
Alvares A.C., 2016, THESIS CHALMERS U TE THESIS CHALMERS U TE
[2]  
Architectural Institute of Japan, 2015, REC LOADS BUILD 2015 REC LOADS BUILD 2015
[3]   Ten years of meteorological measurements for offshore wind farms [J].
Barthelmie, R ;
Hansen, OF ;
Enevoldsen, K ;
Hojstrup, J ;
Frandsen, S ;
Pryor, S ;
Larsen, S ;
Motta, M ;
Sanderhoff, P .
JOURNAL OF SOLAR ENERGY ENGINEERING-TRANSACTIONS OF THE ASME, 2005, 127 (02) :170-176
[4]  
Byungho Choi, 2016, [Journal of Korea Academia-Industrial cooperation Society, 한국산학기술학회논문지], V17, P135, DOI 10.5762/KAIS.2016.17.1.135
[5]  
Byungho Choi, 2013, [Journal of The Korean Society of Hazard Mitigation, 한국방재학회논문집], V13, P81
[6]   Model of wind shear conditional on turbulence and its impact on wind turbine loads [J].
Dimitrov, Nikolay ;
Natarajan, Anand ;
Kelly, Mark .
WIND ENERGY, 2015, 18 (11) :1917-1931
[7]   Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach [J].
Faccio Junior, Celso Jaco ;
Pegoraro Cardozo, Ana Carolina ;
Monteiro Junior, Valdemar ;
Neto, Alfredo Gay .
ENGINEERING STRUCTURES, 2019, 180 :357-378
[8]   Dynamic wind loads and wake characteristics of a wind turbine model in an atmospheric boundary layer wind [J].
Hu, Hui ;
Yang, Zifeng ;
Sarkar, Partha .
EXPERIMENTS IN FLUIDS, 2012, 52 (05) :1277-1294
[9]   Wind-induced response analysis of wind turbine tubular towers with consideration of rotating effect of blades [J].
Huo, Tao ;
Tong, Lewei .
ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (02) :289-306
[10]  
Japan Society of Civil Engineers, 2010, GUIDELINES DESIGN WI